28006/Engr/RFW/15AR/2024-25/02

Amount

SCHEDULE ‘A’ PART-I (Living Accn and Attach Toilet/Bathroom)

Constructions of PFTS (15x8 mtr) Mahila Barrack incl PPGI Sheet roofing300x300mm ceramic galss Floor tile 12.5mm thick tapered edge plain board ceiling and rest all as per specification and drg No. Engr/22 Sect /2022-23/63 Sheet 1/2 and 2/2

SCHEDULE ‘A’ PART-II (Elect)

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S./PVC box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. (group B wiring)

Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.

Supplying and fixing 3 pin 5/6 amp socket outlet on the existing switch box/ cover including connections etc. as required.

Supplying and fixing 5/6 amps switch piano type on the existing switch box/ cover including connections etc. as required.

Supplying and fixing 15/16 amp switch piano type on the existing switch box/ cover including connections etc. as required.

Supplying and fixing 6 pin 15/16 amp socket outlet piano type on the existing switch box/ cover including connections etc. as required.

Supplying and fixing brass/ insullated batten/ angle holder including connection etc. as required.

Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.

Supplying and fixing 2 + 6 way, Single door, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

Supplying and fixing 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of single poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing 63 amps rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Supplying and drawing 2 x 6 sq. mm of FR PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required.

Supply, Installation, testing and commissioning of pre-wired, CFL/ LED bulkhead luminaires fitting with 9 watt CFL, with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.

Supply, Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting suitable for surface/pendent mounting 1x36/40W FTL, with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.

SCHEDULE ‘A’ PART-III (Saintary instolation )

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps each 2275.00

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge

Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms.

Providing and fixing toilet paper holder :1 C.P. brass

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore

Providing and fixing CP brass angle valve of approved quality 15 mm dia nominal bore

Providing and fixing on wall face unplasticised rigid PVC pipes, incl jointing with seal ring, leaving 10 mm gap for thermal expansion, 110 mm dia single socketed pipes

Providing and fixing PVC TEE 110 mm Dia

Providing and fixing PVC Band 110 mm Dia

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.75 mm diameter

Providing and fixing 25 mm dua GI pipes complete with GI fittings incl trenching and refilling etc

Providing and fixing 15mm dia GI pipes complete with GI fittings and clamps, i.e cutting and making good the wall etc

Providing and fixing CP brass bib cock of approved quality conforming to IS: 8931, 15 mm nominal bore

Providing and fixing 25 mm dia Gun metal gate valve with CI wheel of approved quality (screwed end)

Providing and fixing polythylene water storage tank (2000 ltr capacity) with cover and suitable locking arrangement

Providing and fixing unplasticised PVC connection pipe with brass unions, 15 mm dia, 45 cm long

Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 20 mm nominal bore, 120 mm long, weighing not less than 198 gms

Providing and fixing CP brass stop cock of approved quality 20 mm nominal bore

SCHEDULE ‘A’ PART-IV (Septc tank)

Constration of 01 nos 50 user septc tank all as per specification and drg No. MRP/Engr/159 Sheet 1/1

SCHEDULE ‘A’ PART-V (Man hole)

Constration of Man hole all as per specification and drg No. MRP/Engr/158 Sheet 1/1

SCHEDULE ‘A’ PART-VI (Sock pit)

Constration of Sock pit all as per specification and drg No. MRP/Engr/158 Sheet 1/1

SCHEDULE ‘A’ PART-VII (Scree Wall)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m in all kinds of soil.

Providing and laying in position cement concrete of grade 1:3:6 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level.

Supplying at site angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling hole 10 mm dia etc. completd

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work

SCHEDULE ‘A’ PART-VIII (Footpath)

Earth work in surface ( All kinds of soil) excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge.

Supplying, stacking, Laying, spreading and compacting at site.90 mm to 45 mm size stone aggregate at site.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

Providing and laying factory made chamfered edge, 60mm thick cement concrete paver block of M-35 grade with approved colour,design & pattern. in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.

12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand).

SCHEDULE ‘A’ PART-IX (Water Storage Tank)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m in all kinds of soil.

Supplying and laying of stone aggregate of 63 mm to 45 mm size stone aggregate for WBM soiling incl screeing, spreading to template and consolidation with power roller complete.

Providing and laying in position cement concrete of grade 1:3:6 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level.

Providing and laying in position of reinforced cement concrete of grade 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.

Structural steel work riveted, bolted or welded in built up section, trusses and frame work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing hand rail of approved size by weldingetc to steel ladder railing and similar works incliuding applying priming coat of approved steel primer.

Two or more coats painting with synthetic enamel paint of approved brand and manufacture to give an even shade on new work.

Steel reinforcement for RCC work incl straightening, cutting, bending, placing in position and binding all complete.

SCHEDULE ‘A’ PART-X (Retaining Wall)

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kind of Soil.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying concrete in retaining walls, return walls, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work for : coping and PCC rain of Retaining wall

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Raised and cut pointing

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Stone aggregate 40 mm nominal size

Providing and laying cement in retaining walls rain work 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

12 mm cement plaster finished with a floating coat of neat cement :1:4 (1 cement : 4 fine sand)

RAJESH KUMAR SHARMA

RAJ ENTERPRISE